Strength of maerials

Department of Civil Engineering

G.H. Raisoni College of Engineering
Hingna Road, Digdoh Hills, Nagpur – 16

Laboratory Manual
THIRD SEMESTER B.E. CIVIL
STRENGTH OF MATERIALS

DEPARTMENT
OF
CIVIL ENGINEERING

Strength Of Materials


STRENGTH OF MATERIALS
List of Practical

1) To Study The Universal Testing Machine (U.T.M.)

2) To determine Tensile test on a metal.

3) To determine Hardness of Mild Steel.

4) Torsion test on mild steel rod.

5) To determine Impact strength of steel. (By Izod test )

6) To determine Impact strength of steel.( By Charpy test)

7) To determined Young’s Modulus of Elasticity of different materials

of beam simply supported at ends.

8) To determined Shear Test on Metals.

9) To determine the Stiffness of the Spring and Modulus of Rigidity of

the Spring wire

10) To Study various types of Strain Gauges.

11) To determine Compressive Strength Of Brick.



EXPERIMENT NO. – 01
AIM: - Study of Universal Testing Machine (U.T.M.)

OBJECT: - To Study the various component parts of the Universal Testing
Machine (U.T.M.) & test procedures of various practical’s to be performed.

APPARATUS: - Universal Testing Machine with all attachment i.e. shears test
attachment, bending attachment, tension grips, compression test
attachment etc.
DIAGRAM:-



THEORY : - The Universal Testing Machine consists of two units.
1) Loading unit, 2) Control panel.

LOADING UNIT:-
It consists of main hydraulic cylinder with robust base inside. The piston
which moves up and down. The chain driven by electric motor which is fitted
on left hand side. The screw column maintained in the base can be rotated
using above arrangement of chain. Each column passes through the main nut
which is fitted in the lower cross head.
The lower table connected to main piston through a ball & the ball seat is
joined to ensure axial loading. There is a connection between lower table and
upper head assembly that moves up and down with main piston. The
measurement of this assembly is carried out by number of bearings which
slides over the columns.
The test specimen each fixed in the job is known as ‘Jack Job’. To fix up the
specimen tightly, the movement of jack job is achieved helically by handle.

CONTROL PANEL:-
It consists of oil tank having a hydraulic oil level sight glass for checking the
oil level. The pump is displacement type piston pump having free plungers
those ensure for continuation of high pressure. The pump is fixed to the tank
from bottom. The suction & delivery valve are fitted to the pump near tank
Electric motor driven the pump is mounted on four studs which is fitted on the
right side of the tank. There is an arrangement for loosing or tightening of the
valve. The four valves on control panel control the oil stroke in the hydraulic
system. The loading system works as described below.
The return valve is close, oil delivered by the pump through the flow
control valves to the cylinder & the piston goes up. Pressure starts developing
& either the specimen breaks or the load having maximum value is controlled
with the base dynameters consisting in a cylinder in which the piston
reciprocates. The switches have upper and lower push at the control panel for
the downward & upward movement of the movable head. The on & off switch
provided on the control panel & the pilot lamp shows the transmission of main
supply.

METHOD OF TESTING:-
Initial Adjustment: - before testing adjust the pendulum with respect to
capacity of the test i.e. 8 Tones; 10 Tones; 20 Tones; 40 Tones etc.
For ex: - A specimen of 6 tones capacity gives more accurate result of 10
Tones capacity range instead of 20 Tones capacity range. These ranges of
capacity are adjusted on the dial with the help of range selector knob. The

control weights of the pendulum are adjusted correctly. The ink should be
inserted in pen holder of recording paper around the drum & the testing
process is started depending upon the types of test as mentioned below.

TENSION TEST:-
Select the proper job and complete upper and lower check adjustment.
Apply some Greece to the tapered surface of specimen or groove. Then operate
the upper cross head grip operation handle & grip the upper end of test
specimen fully in to the groove. Keep the lower left valve in fully close
position. Open the right valve & close it after lower table is slightly lifted.
Adjust the lower points to zero with the help of adjusting knob. This is
necessary to remove the dead weight of the lower table. Then lock the jobs in
this position by operating job working handle. Then open the left control
valve. The printer on dial gauge at which the specimen breaks slightly return
back & corresponding load is known as breaking load & maximum load is
known as the ultimate load.

COMPRESSION TEST:-
Fix upper and lower pressure plates to the upper stationary head &
lower table respectively. Place the specimen on the lower plate in order to grip.
Then adjust zero by lifting the lower table. Then perform the test in the same
manner as described in tension test.

FLEXURAL OR BENDING TEST:-
Keep the bending table on the lower table in such a way that the central
position of the bending table is fixed in the central location value of the lower
table. The bending supports are adjusted to required distance.
Stuffers at the back of the bending table at different positions. Then place the
specimen on bending table & apply the load by bending attachment at the
upper stationary head. Then perform the test in the same manner as described
in tension test.

BRINELL HARDNESS TEST:-
Place the specimen on the lower table & lift it up slightly. Adjust
the zero fixed value at the bottom side of the lower cross head. Increase the
load slowly ultimate load value is obtained. Then release the load slowly with
left control valve. Get the impression of a suitable value of five to ten
millimeter on the specimen & measure the diameter of the impression correctly
by microscope & calculate Brinell hardness.

SHEAR TEST:-
Place the shear test attachment on the lower table, this attachment consists of
cutter. The specimen is inserted in roles of shear test attachment & lift the

lower table so that the zero is adjusted, then apply the load such that the
specimen breaks in two or three pieces. If the specimen breaks in two pieces
then it will be in angle shear, & if it breaks in three pieces then it will be in
double shear.
STUDY OF EXTENSOMETER:-
This instrument is an attachment to Universal / Tensile Testing Machines. This
measures the elongation of a test place on load for the set gauge length. The
least count of measurement being 0.01 mm, and maximum elongation
measurement up to 3 mm. This elongation measurement helps in finding out the
proof stress at the required percentage elongation.
WORKING OF THE INSTRUMENT:-The required gauge length(between
30to 120 ) is set by adjusting the upper knife edges ( 3 ) A scale ( 2 ) is provided
for this purpose . Hold the specimen in the upper and lower jaws of Tensile /
Universal Testing Machine. Position the extensometer on the specimen. Position
upper clamp (4) To press upper knife edges on the specimen. The extensometer
will be now fixed to the specimen by spring pressure. Set zero on both the dial
gauges by zero adjust screws (7 ). Start loading the specimen and take the
reading of load on the machine at required elongation or the elongation at
required load. Force setter accuracies mean of both the dial gauge ( 8) readings
should be taken as elongation. It is very important to note & follow the practice
of removing the extensometer from the specimen before the specimen breaks
otherwise the instrument will be totally damaged. As a safety, while testing the
instrument may be kept hanging from a fixed support by a slightly loose thread.
TECHNICAL DATA:-
Measuring Range: 0 – 3 mm.
Least Count: 0. 01 mm.
Gauge Length adjustable from: 30 – 120 mm
Specimen Size: 1 to 20mm Round or Flats up to 20 x 20 mm.



A) Stress-strain graph of Mild Steel



B) Stress-strain graphs of different materials.

• Curve A shows a brittle material. This material is also strong because
there is little strain for a high stress. The fracture of a brittle material is
sudden and catastrophic, with little or no plastic deformation. Brittle
materials crack under tension and the stress increases around the cracks.
Cracks propagate less under compression.
• Curve B is a strong material which is not ductile. Steel wires stretch very
little, and break suddenly. There can be a lot of elastic strain energy in a
steel wire under tension and it will “whiplash” if it breaks. The ends are
razor sharp and such a failure is very dangerous indeed.
• Curve C is a ductile material
• Curve D is a plastic material. Notice a very large strain for a small stress.
The material will not go back to its original length.



EXPERIMENT NO. – 02

AIM: -To determine tensile test on a metal.
OBJECT: - To conduct a tensile test on a mild steel specimen and determine the
following:
(i) Limit of proportionality (ii) Elastic limit
(iii) Yield strength (IV) Ultimate strength
(v) Young’s modulus of elasticity (VI) Percentage elongation
(vii) Percentage reduction in area.
APPARATUS: -
(i) Universal Testing Machine (UTM)
(ii) Mild steel specimens
(iii) Graph paper
(iv) Scale
(v) Vernier Caliper
DIAGRAM:-



THEORY:-The tensile test is most applied one, of all mechanical tests. In this
test ends of test piece are fixed into grips connected to a straining device and to
a load measuring device. If the applied load is small enough, the deformation of
any solid body is entirely elastic. An elastically deformed solid will return to its
original from as soon as load is removed. However, if the load is too large, the
material can be deformed permanently. The initial part of the tension curve
which is recoverable immediately after unloading is termed. As elastic and the
rest of the curve which represents the manner in which solid undergoes plastic
deformation is termed plastic. The stress below which the deformations
essentially entirely elastic is known as the yield strength of material. In some
material the onset of plastic deformation is denoted by a sudden drop in load
indicating both an upper and a lower yield point. However, some materials do
not exhibit a sharp yield point. During plastic deformation, at larger extensions
strain hardening cannot compensate for the decrease in section and thus the load
passes through a maximum and then begins to decrease. This stage the “ultimate
strength”’ which is defined as the ratio of the load on the specimen to original
cross-sectional area, reaches a maximum value. Further loading will eventually
cause ‘neck’ formation and rupture.
PROCEDURE:-
1) Measure the original length and diameter of the specimen. The
length may either be length of gauge section which is marked on the specimen
with a preset punch or the total length of the specimen.
2. Insert the specimen into grips of the test machine and attach
strain-measuring device to it.
3. Begin the load application and record load versus elongation data.
4. Take readings more frequently as yield point is approached.
5. Measure elongation values with the help of dividers and a ruler.
6. Continue the test till Fracture occurs.
7. By joining the two broken halves of the specimen together, measure
the final length and diameter of specimen.
OBESERVATION:- A) Material:
A) Original dimensions
Length = ------------
Diameter = ---------
Area = --------------
B) Final Dimensions:

Length = -------------------

Diameter = -----------------
Area = ------------------------
OBESERVATION TABLE:-
S.No Load(N) Original Extension
Load Increase in length
Gauge length (mm)
Stress = Area Strain = ---------
Original length
2
(N/mm )

1
2
3
4
5
To plot the stress strain curve and determine the following.
(i) Limit pf proportion
Load at limit of proportionaliy
= =….N/m
Original area of cross-section

(ii) Elastic limit = load at elastic limit N/mm2
Original area of c/s

(iii) Yield strength
Yield load
= =….N/mm2

(iv) Ultimate strength
Maximum tensile load
= =….N/mm2

(v) Young’s modulus, E -= stress below propornality limit N/mm2
Corresponding strain


(vi) Percentage elongation

Final length (at fracture) – original length
= =….%
Original length

(vii) Percentage reduction in area

Original area-area at fracture
= =….%
Original area

RESULT:- i) Average Breaking Stress =
ii) Ultimate Stress =
iii) Average % Elongation =

PRECAUTION:-
1. If the strain measuring device is an extensometer it should be
removed before necking begins.
2. Measure deflection on scale accurately & carefully


EXPERIMENT NO-03
AIM: - Hardness Test of Mild Steel.
OBJECT: - To conduct hardness test on mild steel, carbon steel, brass and
aluminum specimens.
APPARATUS:- Hardness tester, soft and hard mild steel specimens,
brass, aluminum etc.
DIAGRAM:-

THEORY: - The hardness of a material is resistance to penetration under a
localized pressure or resistance to abrasion. Hardness tests provide an accurate,
rapid and economical way of determining the resistance of materials to
deformation. There are three general types of hardness measurements depending
upon the manner in which the test is conducted:
a. Scratch hardness measurement,
b. Rebound hardness measurement
c. Indention hardness measurement.
In scratch hardness method the material are rated on their ability to scratch one
another and it is usually used by mineralogists only. In rebound hardness
measurement, a standard body is usually dropped on to the material surface and
the hardness is measured in terms of the height of its rebound .The general
means of judging the hardness is measuring the resistance of a material to
indentation. The indenters usually a ball cone or pyramid of a material much
harder than that being used. Hardened steel, sintered tungsten carbide or
diamond indenters are generally used in indentation tests; a load is applied by


Pressing the indenter at right angles to the surface being tested. The hardness of
the material depends on the resistance which it exerts during a small amount of
yielding or plastic. The resistance depends on friction, elasticity, viscosity and
the intensity and distribution of plastic strain produced by a given tool during
indentation
PROCEDURE:-
1. Place the specimen securely upon the anvil.
2. Elevate the specimen so that it come into contact with the penetrate and put
the specimen under a preliminary or minor load of 100+2N without shock
3. Apply the major load 900N by loading lever.
4. Watch the pointer until it comes to rest.
5. Remove the major load.
6. Read the Rockwell hardness number or hardness scale.

Reading (HRC/)
S.NO Specimens 1 2 3 Mean
1 Mild Steel HRB =
2 High Carbon steel HRC =
3 Brass HRB =
4 Aluminum HRB =
RESULT:- The hardness of the metal is found to be
i) Hard steel =
ii) Unhardened Steel =
PRECAUTION:-
1. Brielle test should be performed on smooth, flat specimens from which dirt
and scale have been cleaned.
2. The test should not be made on specimens so thin that the impression
shows through the metal, nor should impression be made too close to the
edge of a specimen.



EXPERIMENT No :-04
AIM:- Torsion test on mild steel rod.
OBJECT: -To conduct torsion test on mild steel or cast iron specimens to find
out modulus of rigidity
APPARATUS: -1. A torsion testing machine.
2. Twist meter for measuring angles of twist
3. A steel rule and Vernier Caliper or micrometer.
DIAGRAM:-

THEORY: -
A torsion test is quite instrumental in determining the value of modulus of
rigidity of a metallic specimen. The value of modulus of rigidity can be
found out thought observations made during the experiment by using the
torsion equation
T = Cθ q
Ip l = r
Where, T = Torque applied,
Ip = Polar moment of inertia,



C = Modulus of rigidity,
θ = Angle of twist (radians), and
l = Length of the shaft
q = Shear stress
r = Distance of element from center of shaft

PROCEDURE:-
1. Select the driving dogs to suit the size of the specimen and clamp it in
the machine by adjusting the length of the specimen by means of a
sliding spindle.
2. Measure the diameter at about three places and take the average
value.
3. Choose the appropriate range by capacity change lever
4. Set the maximum load pointer to zero.
5. Set the protector to zero for convenience and clamp it by means of
knurled screw.
6. Carry out straining by rotating the handweel in either direction.
7. Load the machine in suitable increments.
8. Then load out to failure as to cause equal increments of strain
reading.
9. Plot a torque- twist (T- θ) graph.
10. Read off co-ordinates of a convenient point from the straight line
portion of the torque twist (T- θ) graph and calculate the value of
C by using relation

OBESERVATION:- Tl
C=
θIp

Gauge length of the specimen, l = ………
Diameter of the specimen, d = ………
Polar moment of inertia, π
Ip= d4 = ….
32



Torque 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
(T)
Angle of
twist(θ)in
‘radians’
Modulus
of
rigidity
(C)
N/mm2

RESULT :- i) Modulus of rigidity of mild steel rod is ------------- N/mm2
ii) Modulus of rigidity of Aluminum rod is ------------- N/mm2

PRECAUTION:- 1) Measure the dimensions of the specimen carefully
2) Measure the Angle of twist accurately for the corresponding
value of Torque.



EXPERIMENT No :- 05
AIM: - To determined impact strength of steel.
OBJECT: -To Determine the impact strength of steel by Izod impact test
APPARATUS: - 1.Impact testing machine
2. A steel specimen 75 mm X 10mm X 10mm
DIAGRAM:-

THEORY:-
An impact test signifies toughness of material that is ability of material to
absorb energy during plastic deformation. Static tension tests of unnotched
specimens do not always reveal the susceptibility of a metal to brittle fracture.
This important factor is determined by impact test. Toughness takes into account
both the strength and ductility of the material. Several engineering materials
have to withstand impact or suddenly applied loads while in service. Impact
strengths are generally lower as compared to strengths achieved under slowly
applied loads. Of all types of impact tests, the notch bar tests are most
extensively used. Therefore, the impact test measures the energy necessary to
fracture a standard notch bar by applying an impulse load. The test measures the
notch toughness of material under shock loading. Values obtained from these
tests are not of much utility to design problems directly and are highly arbitrary.
Still it is important to note that it provides a good way of comparing toughness
of various materials or toughness of the same material under different condition.
This test can also be used to assess the ductile brittle transition temperature of
the material occurring due to lowering of temperature.


PROCEDURE:-
(a) lzod test
1. With the striking hammer (pendulum) in safe test position, firmly
hold the steel specimen in impact testing machine’s vice in such a
way that the notch face the hammer and is half inside and half
above the top surface of the vice.
2. Bring the striking hammer to its top most striking position unless it
is already there, and lock it at that position.
3. Bring indicator of the machine to zero, or follow the instructions of
the operating manual supplied with the machine.
4. Release the hammer. It will fall due to gravity and break the
specimen through its momentum, the total energy is not absorbed
by the specimen. Then it continues to swing. At its topmost height
after breaking the specimen, the indicator stops moving, while the
pendulum falls back. Note the indicator at that topmost final
position.
5. Again bring back the hammer to its idle position and back

OBESERVATION:-
Izod Test.
1. Impact value of - Mild Steel ------------N-m
2. Impact value of - Brass ------------N-m
3. Impact value of - Aluminum ------------N-m

RESULT:- i. The energy absorbed for Mild Steel is found out
to be Joules.
ii. The energy absorbed for Brass is found out
to be Joules.
iii. . The energy absorbed for Aluminum is found out
to be Joules
PRECAUTION:-
1. Measure the dimensions of the specimen carefully.
2. Hold the specimen (lzod test) firmly.
3. Note down readings carefully.



EXPERIMENT No :- 06
AIM: -To determined impact strength of steel.
OBJECT: -To Determine the impact strength of steel by (Charpy test)
APPARATUS: -1. Impact testing machine
2. A steel specimen 10 mm x 10 mm X 55mm
DIAGRAM:-

THEORY:- An impact test signifies toughness of material that is ability of
material to absorb energy during plastic deformation. Static tension tests
of unmatched specimens do not always reveal the susceptibility of a metal
to brittle fracture. This important factor is determined by impact test.
Toughness takes into account both the strength and ductility of the
material. Several engineering materials have to withstand impact or
suddenly applied loads while in service. Impact strengths are generally
lower as compared to strengths achieved under slowly applied loads. Of
all types of impact tests, the notch bar tests are most extensively used.
Therefore, the impact test measures the energy necessary to fracture a
standard notch bar by applying an impulse load. The test measures the
notch toughness of material under shock loading. Values obtained from

these tests are not of much utility to design problems directly and are
highly arbitrary. Still it is important to note that it provides a good way of
comparing toughness of various materials or toughness of the same
material under different condition. This test can also be used to assess the


ductile brittle transition temperature of the material occurring due to
lowering of temperature.
PROCEDURE :-( a) Charpy Test
1. With the striking hammer (pendulum) in safe test position, firmly hold
the steel specimen in impact testing machines vice in such a way that
the notch faces s the hammer and is half inside and half above the top
surface of the vice.
2. Bring the striking hammer to its top most striking position unless it is
already there, and lock it at that position.
3. Bring indicator of the machine to zero, or follow the instructions of the
operating manual supplied with the machine.
4. Release the hammer. It will fall due to gravity and break the specimen
through its momentum, the total energy is not absorbed by the
specimen. Then it continues to swing. At its topmost height after
breaking the specimen, the indicator stops moving, while the
pendulum falls back. Note the indicator at that topmost final position.
5. The specimen is placed on supports or anvil so that the blow of hammer
is opposite to the notch.
OBESERVATION:- Charpy test
1. Impact value of - Mild Steel ------------N-m
2. Impact value of - Brass ------------N-m
3. Impact value of - Aluminum ------------N-m
RESULT:-i.The energy absorbed for Mild Steel is found out to be Joules.
ii. The energy absorbed for Brass is found out to be Joules.
iii. . The energy absorbed for Aluminum is found out to be Joules

PRECAUTION:-
1. Measure the dimensions of the specimen carefully.
2 Locate the specimen (Charpy test) in such a way that the hammer,
strikes it at the middle.
3 Note down readings carefully.



EXPERIMENT NO :- 07
AIM: -To determined young’s modulus of elasticity of material of beam simply
supported at ends.
OBJECT:-To find the values of bending stresses and young’s modulus of
elasticity of the material of a beam simply supported at the ends and
carrying a concentrated load at the centre.
APPARATUS: - 1.Deflection of beam apparatus
2. Pan 3. Weights
4. Beam of different cross-sections and material (say wooden
and Steel beams)
DIAGRAM:-



THEORY:-
If a beam is simply supported at the ends and carries a concentrated load
at its centre, the beam bends concave upwards. The distance between the
original position of the beams and its position after bending at different
points along the length of the beam, being maximum at the centre in this
case. This difference is known as ‘deflection’
In this particular type of loading the maximum amount of deflection (δ) is
given by the relation,
δ = W l3
48 EI ………… (i)

E = W l3
48 δ I ------------- (ii)
W =Load acting at the center, N
L =Length of the beam between the supports mm
E =Young’s modulus of material of the beam, N/mm2
I =Second moment of area of the cross- section (e.i., moment of
Inertia) of the beam, about the neutral axis, mm.4



BENDING STRESS
M σb
As per bending equation, =
I Y

Where, M = Bending moment, N-mm
I = Moment of inertia, mm.4
σb = Bending stress, N/mm2, and
Y = Distance of the top fiber of the beam
from the neutral axis
PROCEDURE:
1. Adjust cast- iron block along the bed so that they are symmetrical with
respect to the length of the bed.
2. Place the beam on the knife edges on the block so as to project equally
beyond each knife edge. See that the load is applied at the centre of the
beam
3. Note the initial reading of vernier scale.
4. Add a weight of 20N (say) and again note the reading of the vrenier
scale.
5. Go on taking readings adding 20N (say)each time till you have
minimum six readings.
6. Find the deflection (δ) in each case by subtracting the initial reading of
vernier scale.
7. Draw a graph between load (W) and deflection (δ) . On the graph
choose any two convenient points and between these points find the
corresponding values of W and δ. Putting these Values in the relation

WI 3
δ= Calculate the value of E
48 δ I

8. Calculate the bending stresses for different
loads using relation My
δb = As given in the observation table
I


OBESERVATION TABLE :-

Bending Bending Young‘s
S.No. Load W moment stress Deflection, Modulus of
WI (Nmm)
(N) M= Бb =M y δ (mm) WI3
4 elasticity, E =
I 48δI
N/mm2

1
2
3
4
5

RESULT:
1. The young’s modulus for steel beam is found to be----- N/mm2.

2. The young’s modulus for wooden beam is found to be----- N/mm2

PRECAUTION
1. Make sure that beam and load are placed a proper position.
2. The cross- section of the beam should be large.
3. Note down the readings of the vernier scale carefully



EXPERIMENT NO :- 08
AIM: -To determined Shear Test of Steel.
OBJECT: - To conduct shear test on specimens under double shear:
APPARATUS: - i) Universal testing machine.
ii) Shear test attachment.
iii) Specimens.
DIAGRAM:-

THEORY: -Place the shear test attachment on the lower table, this attachment
consists of cutter. The specimen is inserted in shear test
attachment & lift the lower table so that the zero is adjusted, then
apply the load such that the specimen breaks in two or three pieces.
If the specimen breaks in two pieces then it will be in single
shear & if it breaks in three pieces then it will be in double shear.
PROCEDURE:
1. Insert the specimen in position and grip one end of the attachment in
the upper portion and one end in the lower portion.
2. Switch on the main switch of universal testing machine machine.
3. The drag indicator in contact with the main indicator.
4. Select the suitable range of loads and space the corresponding weight
in the pendulum and balance it if necessary with the help of small
balancing weights.
5. Operate (push) buttons for driving the motor to drive the pump.
6. Gradually move the head control level in left-hand direction till the
specimen shears.
7. Down the load at which the specimen shears.
8. Stop the machine and remove the specimen
Repeat the experiment with other specimens.
OBESERVATION:-
Diameter of the Rod, D = ….. mm
Cross-section area of the Rod (in double shear) = 2x π/4x d2 =.. mm2


Load taken by the Specimen at the time of failure , W = N
Strength of rod against Shearing = ƒx2x π/4x d2
ƒ = W / 2x π/4x d2 N/mm2

RESULT:
The Shear strength of mild steel specimen is found to be
= ……………… N/mm2

PRECAUTION :-
1 The measuring range should not be changed at any stage during
the test.
2. The inner diameter of the hole in the shear stress attachment should be
slightly greater than that of the specimen.
3. Measure the diameter of the specimen accurately.



EXPERIMENT NO :- 09
AIM: - Spring Testing
OBJECT: -To determine the stiffness of the spring and modulus of rigidity of
the spring wire
APPARATUS: - i) Spring testing machine.
ii) A spring
iii) Vernier caliper, Scale.
iv) Micrometer.
DIAGRAM:-

THEORY: - Springs are elastic member which distort under load and regain their
original shape when load is removed. They are used in railway carriages, motor
cars, scooters, motorcycles, rickshaws, governors etc. According to their uses
the springs perform the following Functions:
1) To absorb shock or impact loading as in carriage springs.
2) To store energy as in clock springs.



3) To apply forces to and to control motions as in brakes and clutches.
4) To measure forces as in spring balances.
5) To change the variations characteristic of a member as in flexible
mounting of motors.
The spring is usually made of either high carbon steel (0.7 to 1.0%) or medium
carbon alloy steels. Phosphor bronze, brass, 18/8 stainless steel and Monel and
other metal alloys are used for corrosion resistance spring.
Several types of spring are available for different application. Springs may
classified as helical springs, leaf springs and flat spring depending upon their
shape. They are fabricated of high shear strength materials such as high carbon
alloy steels spring form elements of not only mechanical system but also
structural system. In several cases it is essential to idealise complex structural
systems by suitable spring.
PROCEDURE:
1) Measure the diameter of the wire of the spring by using the micrometer.
2) Measure the diameter of spring coils by using the vernier caliper
3) Count the number of turns.
4) Insert the spring in the spring testing machine and load the
spring by a suitable weight and note the corresponding axial
deflection in tension or compression.
5) Increase the load and take the corresponding axial deflection
readings.
6) Plot a curve between load and deflection. The shape of the curve
gives the stiffness of the spring.

OBESERVATION
Least count of micrometer = ……mm
Diameter of the spring wire, d =………mm
(Mean of three readings)
Least count of vernier caliper = ……mm
Diameter of the spring coil, D = ……mm
(Mean of three readings)
Mean coil diameter, Dm = D - d……mm
Number of turns, n=



OBESERVATION TABLE:
S.NO Load,W Deflection,(δ)
(N) (mm) Stiffness K = W / δ
N / mm

1
2
3
4
5
Mean k = ……

8W D3 m n
Modulus of rigidity C= δ d4

Spring Index = Dm
D

RESULT: The value of spring constant k of closely coiled helical spring is
found to be------------ N / mm

PRECAUTION:- 1)The dimension of spring was measured accurately.
2) Deflection obtained in spring was measured accurately



EXPERIMENT NO: - 10
OBJECT: - To Study various types of strain Gauges.

THEORY : - A strain Gauge may be defined as any instrument or device that
is employed to measure the linear deformation over a given gauge length,
occurring in the material of a structure during the loading of structures. This
definition is quite broad. In fact it covers the range of instruments included
between the linear scale & the precise optical & electrical gauges now available.
The many types of strain gauges available are quite varied both in applications
& in the principle invalid in their magnification, systems. Depending upon the
magnification system the strain gauges may be classified as follows:
1) Mechanical
1. Wedge & screw
2. Lever – simple & compound
3 Rock & pinion
4 Combination of lever & rack & pinion
5 Dial indicators
2) Electrical
1. Inductance
2. Capacitance
3. Piezoelectric & piezoresiotue

Accuracy & repeatability -: Sensitive does not ensure accuracy. Usually
the very sensitive instruments are quite prone to error unless they are
employed with utmost care. Before selecting a particular type of gauge
following factors must also be carefully evaluated.
1) Readalutity

2) Ease of mounting
3) Required operator skill
4) weight
5) frequency response
6) cost.
1) Mechanical Strain Gauges:-
a) Wedge & screw orignification:-
The wedge gauge is simply a triangular plate with its longer sides related
at 1:10 slope when inserted between two shoulders dipped to the test
specimen, extension could be detected nearest 0.05 mm .A single screw
extensometer which is one of the pioneer instruments used for
measurement of strain. The magnification in this instrument is
accomplished solely by a screw micrometer a measures the relative
motion of two coaxial tubes
1. Magnetic
2. Acoustical
3. Pneumatic
4. Scratch type
5. Photo stress gauge
Characteristic of a strain gauge:-
A strain gauge has the following four basic characteristics
1) Gauge length: - The gauge size for a mechanical strain gauge is
characterized by the distance between two knife edges in contact with
the specimen & by width of a movable knife edges non linear strum
which should be as small as possible in that case.



2) Sensitivity :- It is the smallest value of strain which can be read on the
scale associated with strain gauge .Sensitivity can be defined in two
way :-
Smallest reading of scale
i) Deformation sensitivity = ------------------------------------
Multiplication factor

Deformation sensitivity
ii) Strain sensitivity = ------------------------------------
Base length

3) Range: - This represents the maximum strain which can be recorded with
out resetting or replacing the strain gauge. The range & sensitivity are
1) Simple Mechanical lever magnification:-
The simple lever strain gauge gains its magnification factors by a
suitable positioning of fulcrum cap’s multiplying divider is an important
extensiomeus of this category. The magnification of this type of gauge is
unlimited. The gauge length of cap’s divider is 5cm & strain is
magnified 10: 1 on graduated scale.
2) Compound Magnification System:-
Two commercially available gauges which utilize the compound
magnification are illustrated by Barry gauge & tinusis oisen strain gauge.
The Barry strain gauge consists of frame a with two conically painted contact
points. One point b is rigidly fixed to frame while other c is provided from a
frame & is internal with a lever armed which alone magnifies the strain about
5.5. A screw micrometer or dial indicator is used to measure the motion of
arm, thus permitting measurements of strain to nearest 0.005 m with a
0.025mm micrometer.



3) Compound lever Magnification:-
Two gauges of this category are Huggenberger strain gauge & parter lipp
strain gauge. In these instruments the magnification system is composed of two
or more simple levers in serus. They have relatively small size & high
magnification factor.
4) Mechanical by rack & pinion:-
The rack & pinion principle alone with various types of gear train is
employed in gauge in which the magnification system is incorporated in an
indicating dial. In general a dial indicator consists of an encased grain train
actuated by a rack cut in spindle which follows the motion to be measured. A
spring imposes sufficient spindle force to maintain a reasonably uniform &
positive contact with the moving part. The gear train terminates with a light
weight pointer which indicator spindle travel on a graduated dial. Lost motion in
gear traum is minimized by +ve force of a small coul spring the dial gauge
extensometer is the most popular gauge of this type used in a material testing
laboratory. Dial gauge indicator are frequently attached permanently to a
structure to indicate the deflection one deflection on deformation obtained under
working condition.
3) Acoustical strain gauge:-
The vibrating wire or acoustical gauge consists essentially of a steel wire
tensioned between two supports a predetermined distance apart. Vibration of the
distance alters the natural frequency of vibration of the wire & thus change in
frequency may be correlated with the change in strain causing An electro –
magnet adjacent to the wire may be used to set the wire in vibration & this wire
movement will then generate on oscillating electrical signal . The signal may be
compared with the pitch adjustable standard wire , the degree of adjustment
necessary to match of two signal frequencies being provided by a tensioning
screw on the slandered wove calibration of this screw allows direct

determination of change of length of a measuring gauge to be made once the
standard gauge has been tuned to match the frequency of measuring wire.
The visual display produced is a cko renders adjustment easier. Tuning is
now more usually accomplished by feeding the two signal in to two pours of
plates of an oscillogram & making use of the luscious figure formation to
balance the frequencies. Matching of tones is simplified & made more accurate
by tuning out the beats with results when the vibration frequencies of two were
are nearly the lame.
The fundamental frequency of stretch wire
1 p p e l A
f = ----- ---- ---- -----
2L m 2l L
A = Cross sectional area
E = Young’s modulus of were
h = length of vibrating were
m = mass per unit length of were
p = tensioning force is were
w = increment in length of vibrating were



EXPERIMENT NO: - 11
AIM: - COMPRESSIVE STRENGTH OF BRICK:-
OBJECT: - The specimen brick is immersed in water for 24 hours. The frog of
the Compressive Strength
APPARATUS: Bricks, Oven Venire Caliper, Scale,Etc.
FORMULA: - Max. Load at failure
Compressive Strength = -----------------------------
Loaded Area of brick
DIAGRAM:-

THEORY : - Bricks are used in construction of either load bearing walls or in
portion walls incase of frame structure. In bad bearing walls total
weight from slab and upper floor comes directly through brick and
then it is transversed to the foundation. In case the bricks are
loaded with compressive nature of force on other hand in case of
frame structure bricks are used only for construction of portion
walls, layers comes directly on the lower layers or wall. In this
case bricks are loaded with compressive nature of force. Hence for
safely measures before using the bricks in actual practice they have
to be tested in laboratory for their compressive strength.
PROCEDURE: -
1. Select some brick with uniform shape and size.
2. Measure its all dimensions. (LXBXH)
3. Now fill the frog of the brick with fine sand. And
4. Place the brick on the lower platform of compression testing
machine and lower the spindle till the upper motion of ramis
offered by a specimen the oil pressure start incrising the pointer


start returning to zero leaving the drug pointer that is maximum
reading which can be noted down.
OBSERVATION TABLE:-
S.No L X B XH Area Load (N) Compressive Average
. Cm3 LXB (P) Strength Compressive
Cm2 P/A(N/mm2 Strength

01
02
03
04
05

CALCULATION:- - Max. Load at failure
Compressive Strength = -----------------------------
Loaded Area of brick

RESULT : - The average compressive strength of new brick sample is
found to be ………. Kg/sq.cm.
PRECAUTION: - 1) Measure the dimensions of Brick accurately.
2) Specimen should be placed as for as possible in the
of lower plate.
3) The range of the gauge fitted on the machine should not
be more than double the breaking load of specimen for
reliable results.


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